Gable and Sidewall Elevations Pg 2V-
1/2" x 4 3/4' LG. ST, STL, KWIK
UHM P/E SEPARATOR
STRIP (2 1/20WIDE)
2 1/2' x 2 1/2' x 1/4' x 1 7/8" W-7
ALUM, ANGLE
(12)#14-14' x 1" LG, ST. STL,
TEK FASTENER
CONCRETE FOUNDATION (BY OTHERS)
IS TO BE STRUCTURALLY ADEQUATE
TO RESIST THE FOLLOWING LOADING
PER COLUMN
3500 GRAVITY
1400 UPLOAD
2000 SHEAR (LATERAL)
(REFER TO CHART FOR VALUES)
STRENGTH OF CONCRETE IS TO BE
DETERMINED BY FOUNDATION
CNGINEER
POLYCARB
M10 S.S. SCRE
GLAZING RETAINER ANGI
10nn ALUM. SPACI
:8Y 3/8' X 4' S.S. BOL
ALL FASTENERS SHALL BE STAINLESS
STEEL- T=04TCH UP PANT IN FIELD
III BE TO CONSMI➢ATED CONSU
SERVICES SPEC.
FLASHING TO CIBtB NOT SlPPLIED BY
CIINSOLIDATED CQtSLMR SERVICES
DIMENSION SUP.£CT TO CHANGE
UPON FABRICATION
1.0-1.
B
L �J
L , 4 1/4' MIN
--"— 7' 1 JBE
' I 2 3/4" MIN
Lr- J
L---1
EDGE DISTANCE AS REQUIRED BY
FOUNDATION ENGINEER
BASE C❑NNE(Cl TI❑N
12
^""LIN
5/16' x V M, B.
PURUIN C❑NNECTI❑N
1
MOVING PANEL
\
\
\
\
\
\
\
\
\
\
m
ROOF DRIVE
5 -P5 -R9 �ARDEi PRAIRIE SCALE NONE
P❑ 11 L SPH E Iy C L ❑SURE'
DRAWN
DK 8A 25-89 CONSOLIDA88642CHIGHWAY 20R
CHECKED BY DATE GARDEN PRAIRIE
8642 HWY, 20 WEST (815'544-8385 I[ 61038
REVISION`, DRAWN BY DATE CHECKED BYJ DATE GARDEN PRARIE, ILLINOIS 61038 FAX -0815) 544-4353
z
AF_.—.. - •
. \' 4\',
a
m
WELD
.1
DRAWING NUMBER
1199
PLAN,NUMBER
SHEET NUMBER
I�z•
4•
0
0
8'
0
a
m
WELD
.1
DRAWING NUMBER
1199
PLAN,NUMBER
SHEET NUMBER